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PMT14-00981
City of Menifee Permit No.: PMT14-00981 29714 HAUN RD. �LICCF A� MENIFEE, CA 92586 Type: Residential Electrical eo""'"°`"'`Sa" ' MENIFEE Datelssued: OS/30/2014 PERMIT Site Address: 29132 TURTLE ROCK CT, MENIFEE, CA Parcel Number: 351-210-012 92587 Construction Cost: $18,000.00 Existing Use: Proposed Use: Description of INSTALL RESIDENTIAL ROOF MOUNTED SOLAR PV SYSTEM 21 PANELS 1 INVERTER 5.31 Work: Owner Contractor CAROLINA SALVADOR REC SOLAR INC 29132 TURTLE ROCK CT 775 FIERO LANE STE 200 MENIFEE, CA 92587 SAN LUIS OBISPO, CA 93401 Applicant Phone: 8886576527 CHARLES GURULE License Number: 750184 REC SOLAR INC 775 FIERO LANE STE 200 SAN LUIS OBISPO, CA 93401 Fee Description Ply Amount l$) Solar, Residential or Small Commercial 1 252'00" Building Permit Issuance 1 27,00 Additional Plan Review Electrical 129 129 07 GREEN FEE 1 1.00 SMIP RESIDENTIAL 1 2.00. $411.07 The issuance of this permit shall not prevent the building official from thereafter requiring the correction of errors in the plans and specifications or from preventing builiding operations being carried on thereunder when in violation of the Building Code or of any other ordinance of City of Menifee.Except as otherwise stated,a permit for construction under which no work is commenced within six months after issuance,or where the work commenced is suspended or abandoned for six months,shall expire,and fees paid shall be forfeited. AA_Bldg Permit_Template.rpt Page 1 of 1 City Of Menifee LICENSED DECLARATION I hereby affirm under penalty or perjury that I am licensed under provisions of ❑ I, as owner of the property an exclusively contracting with licensed Chapter 9(commencing with section 7000)of Division 3 of the Business and contractors to construct the project(Section 7044, Business and Professions Professions Code and my license is in full force and effect. Code:The Contractor's License Law does not apply to an owner of a property License Cie s C f O License No. 15 d IY W who builds or improves thereon, and who contracts for the projects with a Expires � �0 /N Signature licensed contractor(s)pursuant to the Contractors State License Law). WORKERS'COMPENSATION DECLA TION ❑ I am exempt from licensure under the Contractors'State License Law for the ❑ I hereby affirm under penalty of perjury one of the following declarations: following reason: I have and will maintain a certificate of consent of self-insure for workers' By my signature below I acknowledge that, except for my personal residence in compensation,issued by the Director of Industrial Relations as provided for by which I must have resided for at least one year prior to completion of Section 3700 of the Labor Code, for the performance of work for which this improvements covered by this permit, I cannot legally sell a structure that I have permit is issued. built as an owner-building if it has not been constructed in its entirety by licensed Policy# contractors. I understand that a copy of the applicable law, Section 7044 of the .fl I have and will maintain workers' compensation insurance, as required by Business and Professions Code,is available upon request when this application is section 3700 of the Labor Code, for the performance of the work for which this submitted or at the following Web site:htto 11www.leginfo.ca.gov/calaw.himl. permit is issued.My wor ers'compensation insurance carrier and policy number are: ,� fx �i CaM Property Owner or Authorized Agent Date Carrier �vr't GGG���,,, 'GSM Expires 41 — 1 — IS Policy# ❑ By my Signature below, I certify to each of the following: I am the property Name of Agent Phone# owner or authorized to act on the property owner's behalf. I have read this (This section need not be completed if the permit is for application and the information I have provided is correct. I agree to comply one-hundred dollars($100)or less) with all applicable city and county ordinances and state laws relating to building construction.I authorize representatives of this city or county to enter the above- El I certify that in the performance of the work for which this permit is issued,I identified property for the inspection purposes. shall not employ any persons in any manner so as to become subject to the workers' compensation laws of California, and agree that if I should become subject to the workers'compensation provisions of-se9tlpn 3700 of the Labor Property Owner or Authorized Agent Date Code,1 shall forthwith comply with those provisi s. City Business License# Date; Applicant; WARNING: FAILURE TO SECURE WORKERS' HAZARDOUS MATERIAL DECLARATION COMPENSATION COVERAGE IS UNLAWFUL, AND SHALL SUBJECT AN EMPLOYER TO CRIMINAL PENALTIES AND CIVIL FINES UP TO ONE HUNDRED THOUSAND DOLLARS WILL THE APPLICANT OR FUTURE BUILDING ($100,000), IN ADDITION TO THE COST OF COMPENSATION, DYES OCCUPANT HANDLE A HAZARDOUS MATERIAL OR A DAMAGES AS PROVIDED FOR IN SECTION 3706 OF THE MIXTURE CONTAINING A HAZARDOUS MATERIAL LABOR CODE, INTEREST,AND ATTORNEYS FEES PO EQUAL TO OR GREATER THAN THE AMOUNTS CONSTRUCTION LENDING AGENCY SPECIFIED ON THE HAZARDOUS MATERIALS INFORMATION GUIDE? I hereby affirm that under the penalty of perjury there is a construction lending agency for the performance of the work which this permit is issued (Section WILL THE INTENDED USE OF THE BUILDING BY THE 3097 Civil Code) APPLICANT OR FUTURE BUILDING OCCUPANT REQUIRE Lender's Name DYES A PERMIT FOR THE CONSTRUCTION OR MODIFICATION FROM THE SOUTH COAST AIR QUALITY MANAGEMENT Lender's Address pNO DISTRICT(SCAQMD) SEE PERMITTING CHECKLIST FOR GUIDE LINES OWNER BUILDER DECLARATIONS PRINT NAME: I hereby affirm under penalty of perjury that I am exempt from the Contractor's License Law for the reason(s)indicated below by the checkmark(s)I have placed DYES WILL THE PROPOSED BUILDING OR MODIFIED FACILITY next to the applicable item(s)(Section 7031.5. Business and Professions Code: BE WITHIN 1000 FEET OF THE OUTER BOUNDARY OF A Any city or county that requires a permit to construct, alter, improve, demolish, PO SCHOOL? or repair any structure, prior to its issuance, also requires the applicant for the permit to file a signed statement that he or she is licensed pursuant to the I HAVE READ THE HAZARDOUS MATERIAL provisions of the Contractor's State License Law(Chapter 9 (commencing with Section 7000)of Division 3 of the Business and Professions Code)or that he or DYES INFORMATION GUIDE AND THE SCAQMD PERMITTING she is exempt from licensure and the basis for the alleged exemption. Any CHECKLIST. I UNDERSTAND MY REQUIREMENTS violation of Section 7031.5 by any Applicant for a permit subjects the applicant to MNO UNDER THE STATE OF CALIFORNIA HEALTH AND SAFETY a civil penalty of not more than($500).) CODE SE 3 MOAT 25505IAL1'tE5533 ND 25534 CONCERNING HAZAPOkY ❑ 1, as owner of the property, or my employees with wages as their sole compensation, will do( )all of or( )porting of the work, and the structure is PROPER N AUTHORIZED AGENT not intended or offered for sale.(Section 7044,Business and Professions Code; The Contractor's State License Law does not apply to an owner of a property X who, through employees' or personal effort, builds or improves the property, provided that the improvements are not intended or offered for sale.If,however, the building or improvement is sold within one year of completion, the Owner- Builder will have the burden of proving that it was not built or improved for the purpose of sale). CITY OF MENIFEE PLCKNo: i c�I' 29714 Haun Road I '`t�� �� oat : Date: Menifee, CA 92586 e} 30 �y / Phone: (951)672-6777 Amou i� mount: Fax:(951)679-3843 Ck#- V15A Building Combination Permit G15a To Be Completed By Applicant Legal Description: � l v ` ;` S` In, „ planning Case: F: L: Rt: R Property Address: -\b Assessor's Parcel Number. O Project/Tenant Name: Floor#: Name: Phone No C�ro�\ n� � a�v � �e-r 9'S(• �66. 76 Fax No. Property Address: 1 Owner `L`\\3 2 �V Y'-�-\e �e � �-�-- Unit Number Zip Cod ,o Email Address: �i2So� Name: Phone No. I Fax No. Applicant Address: Unit Number Zip Code Email Address: Name: E C o\a� Phone No. Fax No. AAa-r P- ck- Contractor Address:.� C City _ Slates Zip Code Ib+ e111 1p Contractor's City Business wen a o. Contractor's City Stale of California License No. ciasification: � sT, \8 C. to Number of Squares: 1 Square Footage 13 (ocA Description of Work:' ` Su 1 �a�JlR$ Cost of Work:$ i� o00 Applicant's Signature -t--` Date: LA - - To Be Completed By City Staff Only - - - - Indicate As R-Received or N/A-Not Applicable 5-COmpletes-se650ffully dimensioned,drawn to sale plans which include: 1 set of documents which include ❑ Title Sheet ❑ Elevations ❑ Electrical Plan ❑ Geo Tech/Soils Report(on cd only) ❑ Plot/Site Plan ❑ Roof Plan ❑ Mechanical Plan ❑ Tide 24 Energy(on S%x 11) . ❑ Foundation Plan ❑ Cross Section ❑ Structural Calculations ❑ Plumbing Plan ❑ Single Line diagram for elec.services over 400 AMP ❑ Floor Plan ❑ Structural Framing Plan&Detaas ❑ Shoring Plan ❑ Sound Report-Residential Class Code: Indicate New Construction Alteration' Addition' Maans/Methods Work Type: Repair' - Retrofit' ReYISICO td Existing Pemtif Required? YES NO Proposed Building Use(s): Existing Building Use(s): #Buildings: #Units: #Stories: Will the Building Have a Basement? Y of N Bldg. Code Occupancy Group Indicate Indicate H Indicate all Geo-tech.Haz.Zone At Project Spdnklered YES or NO Completion: ConsWctien that apply: Coastal Zone Type(s): C of o YES or NO Noise Zone Required? Listed on Historic Resources Inventory CITY PLANNING STAFF ONLY APPROVALS: Costal Commiss Arch.Review Board Landmark Comm. Planning Comm.Zoning Administrator Fee Exempt City Project Elec.Vehicle Charger Landmark Seismic Retrofit special ase:Bldg Official pmval Expedite Project(s): Child Care City Project Green Building Landmark Affordable Housing For Staff Use Only Building/Safety, Permit Speciahst City Planning Civil Engmeenng EPVVM-Admin f ransportalion higmt. Renl Control THANK YOU FOR HELPING US CREATE A BETTER COMMUNITY Structural Calculations for Roof Mounted PV Panels http://www.solar-roof-check.com/structurereport.php?jobId-2755 City of Menifee Building & Safety Dep,. MAY 15 20N Received SOLAR-ROOF-CHECK A RIGOROUS LOAD ANALYSIS COMPANY NAME: REC SOLAR USER: TIFFANY FRAME JOB REPORT DATE: 2014-04-18 JOB NUMBER: 113R-132SALV JOB NAME: SALVADOR, CAROLINA RESIDENCE T JOB ADDRESS: 29132 TURTLE ROCK CT. o f MENxFEE DES, ClIN pND SAFE ' QUAIL VALLEY, CA 92587 EVOAjA� PRD�A�' pFESS/°N PE e� s a a°I ���\ ED ENN v_, construed - z, c J exp 06115 a PPF a1 of these Pia^s sha\I r otbpvlswns o� t /, to violabo�of anY P anV s set of aPPrO to al ot, oces.Ztit ,•iST STRUC7U�A�'��Q/ 8.pp ndotdtna ta�io�s a ��rFOFCA-10� rer-„� aotiltompledp6 _ Program Version: 2014-04-12:7 Contact: jadams@solar-roof-check.com I Phone: 805.215.8665 1 of 8 4/20/2014 7:33 PM Structural Calculations for Roof Mounted PV Panels http://www.solar-roof-check.com/structurereport.phpljobld=2755 LOAD COMBINATIONS: ASCE 7-05r IBC 2009 (NOT APPLICABLE IN CA) • Loadina Comb. #1: Wind Uplift- 0.6131-Solar at Standoff(Cd=1.6) Zone 2 • Loadina Comb. #2: DL Rf+ DL Solar(Cd=0.9). • Loadina Comb. #3: DL Rf+ DL Solar+ Wind Down (Cd=1.6). Zone 1 • Loadina Comb. #4: DL Rf+ DL Solar+ Snow (Cd=1.15). • Loadina Comb. #5: DL Rf+ DL Solar +.75Wind +.75Snow (Cd=1.6) Zone 1 • Loadina Comb. #6: Check Seismic for Sect. 3404.4 Alterations. • Loadina Comb. #7: (0.6)(DL Rf+ DL Solar) + Wind Up (Cd=1.6). Zone 1 s �} ��- LOAD COMBINATIONS: ASCE 7-10, IBC 2012 CALIFORNIA, CBC 2013 • Loadina Comb. #1: (0.6)Wind Uplift - 0.6131-Solar at Standoff(Cd=1.6) Zone 2 • Loadina Comb. #2: DL Rf+ DL Solar(Cd=0.90) r. • Loadina Comb. #3: DL Rf+ DL Solar+ (0.6)Wind Down (Cd=1.6) Zone 1 • Loadina Comb. #4: DL Rf+ DL Solar + Snow (Cd=1.15) • Loadina Comb. #5: DL Rf+ DL Solar+.75(0.6)Wind +.75Snow (Cd=1.6) Zone 1 • Loadina Comb. #6: Check Seismic for Sect. 3404.4 Alterations `� _f • Loadina Comb. #7: (0.6)Wind Up-0.6(DL Rf+ DL Solar) (Cd=1.6) Zone 1 REFERENCES: NJ, NDS LATEST EDITION Duration Factors Section Modules Size Form Factor Cdw,rw := 1.6 S2 := 0.563 S4x4 7.150 Cf2 := 1.5 Cf4x4 1.5 Cds„m := 1.15 S2x4 := 3.063 S4x6 := 17.650 Cf2x4 1.5 Cf4x6 1.3 CdoL := 0.9 S2x6 := 7.563 Saxe := 30.660 Cf2x6 1.3 Cf4xa 1.3 S2xs := 13.14 S4xlo:= 49.900 Cf2xs 1.2 04x10 := 1.2 S2xlo:= 21.39 S4xu:= 73.800 Cf2xlo := 1.1 Cf4xi2 := 1.1 Fb :=1000.00 psi S2xl2:= 31.64 Cf2xu := 1.0 2 of 8 4/20/2014 7:33 PM Structural Calculations for Roof Mounted PV Panels http://www.solar-roof-check.com/structurereport.php?jobId=2755 USER INPUT: 1. Ceiling Type 1/2 gyp. Bd. 2. Collar Tie Spacing (if any) (ft.) 24 3. Percent of PV Module Coverage over Roof 25 4. Framing Size 2x4424 5. Ground Snow (psf) 0 6. Sloped Roof Snow Load (psf) 0 7. Lag Screw Diameter (inches) 5 16 S. Lag Screw Embedment(inches) 2_5 9. Overall span (exterior wall to exterior wall) (ft.) 32 10. PV System Weight(psf) 3 11. Sloped Rafter Span (ft.) 5 12. Roofing Material Type Flat Tile 13. Roof Mean Height (ft.) 25 , 14. Roof Slope (degrees) 19 15. Roof Type Truss 16. Sloped Ceiling? N 17. Standoff Max. Average Horizontal Spacing (ft.) 9 18. Standoff Max. Average Vertical Spacing (ft.) 2.75 19. Staggered Standoffs? N 20. Wind Exposure Factor C 21. Wind Speed (mph) 110 22. wr = Weight of RoofType (psf) 9.33 23. wra = Weight of Rafter (psf) 0.70 24. we = Weight of CeilingType (psf) 2.20 25. wcj = Weight of Ceiling Joists (psf) 0.70 26. s = rafter spacing (ft.) 2.00 27. PV Orientation Both ��pp MENT /r o be a permit for,a ie federal,state or C ,d plans must be V1 3 of 8 4/20/2014 7:33 PM Structural Calculations for Roof Mounted 1 Panels http://www.solar-roof-check.com/structurereport.php2jobld=2755 SLOPED/VAULTED CEILING—CARRIED BY THE TOP CHORD/RAFTER: DLtc Roofing+ Plywd+FramingSize+ Nlisc + CeilingType+ Insul DLbc := 0 FLAT CEILING—CARRIED BY THE CEILING JOISTS: DLtc := Roofing+Plywd+FramingSize+Misc DLbc := Ceilingkist + CeilingT�pe + Insul wDLtc DLtc x s 25.00 wMbc DLbc x s 6.80 TA = Horizontal spacing x Vertical spacing (sf) 2475 T000c raohic Factor Assume Roof is not on top of a hill, bluff, or mountain ridge. 1_0 Sect. 6.5.7.2, pg. 26 Cts 1.06 COMPONENTS AND CLADDING: ASCE 7-05: Zone 1: Net Wind Pressure-See Figure 6-3, pg. 42 NA Zone 2: Net Wind Pressure - See Figure 6-3, pg 42 NA Adjustment Factor for Height and Exposure - See Figure 6-3, pg. 44 NA ASCE 7-10: Zone 1: Net Wind Pressure- See Figure 30.5-14, pg. 346 1940 Zone 2: Net Wind Pressure - See Figure 30.5-1, pg. 346 31.90 s'- Adjustment Factor for Height and Exposure- See Figure 30.5-1, pg. 347 1.35 vaF e t# I i PZone,up = Net Wind Pressure x Adj. Factor (psf) = 2619 PZone2 up = Net Wind Pressure x Adj. Factor (psf) = 43.06 PZone,do = Net Wind Pressure x Adj. Factor (psf) = 16.00 4 of 8 4/20/2014 7:33 PM Structural Calculations for Roof Mounted PV Panels http//iv solar-roof-check.com/stmcturereport.php?jobId=2755 Note: For ASCE 7-10 the wind forces have been multiplied by 0.6 LOADING COMBINATION #1: WIND UPLIFT CONNECTION TO RAFTER- ZONE 2 P :=TA x (Pup -.06 x DI-solar x cos(0 x deg) lb. uplift 597.39 d= Diam.laa screws User Input 5 1 t= lb/inch Withdrawal NDS 2005-Tab. 11.2A, pg 68 235.00 e= Threaded embedment into wood User Input 2.50 W= Total withdrawal capacity W CdWindxtxe 940.00 W x 100 P 157.35 << If equal to or more than 100% Code Compliant, OK! Table 3 represents the maximum Moment (M = PL/a) resulting from point loads (standoffs), for any spans (L) listed. a = 2.50 , Rail System =trail Table 3(The Moment Factor"a"fora 2 Rail systeml Table 3 (The Moment Factor "a"for the Zep system) Staggered Unstaggered Staggered Unstaggered Length Portrait Landscape Portrait Landscape Length Portrait Landscape Portrait Landscape L=4' 4.00 4.00 4.00 2.91 L=4' 5.00 5.00 5.00 5.00 L=5' 4.00 3.50 3.72 2.50 L=5' 5.00 5.00 5.00 5.00 L=6' 4.00 3.00 3.43 2.09 L=6' 5.00 5.00 5.00 5.00 L=7' 3.60 2.34 2.95 1.83 L=7' 4.50 4.50 4.50 4.19 L=8' 3.20 2.67 2.46 1.56 L=8' 4.00 4.00 4.00 3.37 L=9' 3.03 2.59 2.34 1.4 L=9' 4.00 4.00 4.00 3.12 L=10' 2.86 2.50 2.22 1.31 L=10' 4.00 4.00 4.00 2.86 L=11' 2.77 2.25 2.04 1.19 L=11' 4.00 4.00 3.70 2.48 L=12' 2.67 2.00 1.95 1.07 L=12' 4.00 4.00 3.39 2.09 L=13' 2.61 1.88 1.74 0.90 L=13' 4.00 3.87 3.35 1.98 L=14' 2.55 1.75 1.52 0.92 L=14' 4.00 3.73 3.30 1.87 L=15' 2.51 1.68 1.50 0.86 L=15' 4.00 3.32 2.88 1.78 L=16' 2.46 1.60 1.38 0.81 L=16' 4.00 2.90 2.46 1.68 L=17' 2.43 1.45 1.31 0.76 L=17' 4.00 2.74 2.36 1.57 L=18' 2.40 1.29 1.23 0.72 L=19' 4.00 2.57 2.25 1.45 L=19' 2.38 1.24 1.17 0.68 L=19' 4.00 2.46 2.18 1.38 S L=20' 2.35 1.18 1.11 0.65 L=20' 4.00 2.35 2.11 1.30 J L=21 2.22 1.14 1.06 0.62 L=21' 4.00 2.28 2.06 1.25 L=22' 1 2.09 1.10 1.00 0.59 L=22' 4.00 2.20 2.00 1.20 IT 8!1 he 5 of 8 4/20/2014 7:33 PM Structural Calculations for Roof Mounted PV Panels http://www.solar-roof-check.com/structurereport.php2jobld=2755 Note: For ASCE 7-10 the wind forces have been multiplied by 0.6 , LOADING COMBINATION #2: Psp := TA x DLSoiar 74.25 2 M := (wDLtc2 x 8 +Psp x a x cos(e x deg) 214.28 a 12 Sr:=M x Fb x CdDL x C&x Ct.x CLS 1.53 Sx x 100 % << If equal to or more than 199.73 Sr 100% Code Compliant, OKI LOADING COMBINATION #3: ZONE 1 P TA x (pd. + DLSolar x cos(e x deg)) 307.80 - M �cvDL x 8 +Psp x L x cos(6 x deg) 689.4 tc28 a) 12 I& M x Fb x CdWind x Cf.,x Cr x CLS 2.78 $x x IN % << If equal to or more than 110.35 Sr 100% Code Compliant, OKI LOADING COMBINATION #4: S = Sloped Roof Snow Load (psf) Cs -= 1 0.00 P = TA x (Cs x S+ DLSolar) 74.25 M wDLtc2 x 8Y +Psp x L) x cos(e x deg) 214,28 a 12 , G=Mx Fb x Usnow x Cfx x Cr x CLS 1.zD $x x 100 4 % .= << If equal to or more than 255.21 Sr 100% Code Compliant, OKI 6 of 8 4/20/2014 7:33 PM Structural Calculations for Roof Mounted PV Panels hup://www.solar-roof-check.com/structurereport.php?jobId=2755 Note: For ASCE 7-10 the wind forces have been multiplied by 0.6 LOADING COMBINATION #5: ZONE 1 S = Sloped Roof Snow Load (psf) Cs 1 .00 P := TA x (75 x Cs x S+DLSolar) x cos(e x deg) + TA x .75 x pdn 248.40 r 2 1 M := I wDLtc2 x 8 +Psp x LJ x cos(B x deg) 570.68 a 12 Sr:= Mx Fb x CdWind x Cfx x Cr x CLS 2.30 Sx x 100 << If equal to or more % Sr than 1000/a Code 133.32 Compliant, OKI LOAD COMBINATION #6: CHECK SEISMIC LOADING: ExistingDL := DLL + Walls Walls = 5.5 psf 2140 ProposedDL := ExistingDL +DLSolar x C 22_15 Seismiclncrease := 100 x ProposedDL 100 ExistingDL 3.50 << If equal to or less than 10%, increase in seismic load OKI SEISMIC SUMMARY Sect. 3404.3 Alterations (See Exception): The addition of the Solar Panels, meets the following: • The design strength of existing elements required to resist seismic forces is not reduced. • The seismic force to required existing structural elements is not substantially increased. • No new structural elements are being added. • New nonstructural elements are being connected to existing structure per Chapter 16. • Alterations do not create structural irregularities. The alterations do not result in the creation of an unsafe condition. 7 of 8 4/20/2014 7:33 PM Structural Calculations for Roof Mounted PV Panels http://www.solar-roof-cheek.com/structurereport.php2jobrd=2755 t Note: For ASCE 7-10 the wind forces have been multiplied by 0.6 LOADING COMBINATION #7: ZONE 1 P5 := TA x (pup— 0.6 x DLgol.,x cos(0 x deg)) 353.88 ( l � M5 I P5 x L I —WDLtC2 x 8 x cos(B x deg) 6 63.43 12 Sr' Mx Fb x CdWi x Cf x Crx C 2.67 nd x LS $x x 100 oio ._ cc If equal to or more than 100% Code 114.68 Sr Compliant, OK! LIMITS OF SCOPE OF WORK AND LIABILITY Existing deficiencies which may be readily observable, and conditions which may not be code - compliant, or may be in need of repair, or are concealed in any way that is not observable at the time of any inspections, are not included in this scope of work. There is no implication that any visual inspections, by the Solar Company or the Engineer of Record, are intended to be technically exhaustive, or that such inspections indicate that every aspect of every component was analyzed, or that every conceivable deficiency was reported. The calculations do not include an analysis of the overall structural stability, and code compliance of an existing building, nor prediction of satisfactory performance or life expectancy of any existing building. 8 of 8 4/20/2014 7:33 PM HALF ROUND ROOF DORMER VENT Roof ventilating product designed for use with a variety of roofing materials.All-pitch design allows air movement and combustion release in conjunction with attic cavity ventilating system. Intended for use on roofs with slope from 3:12 to 6:12 pitch angle. BEM WIDhi �� VEM LENGTH \ WJGE� NT E HE NT 5:12 PITCH OPENNG I. Ifs \ ROOF sEcrlo,r - \, FUNGERoo' FMa SECT �t N w INGNEw FROM VIEW f�FUVJGE HALF ROUND DORMER VENT CHART STYLE VENT VENT VENT FLANGE TAIL ROOF FREE NO, WIDTH HEIGHT LENGTH SIZE WIDTH OPENING* AREA** DM18 18" 9" 17" 6" 14" 10"x10" 49 _-_-- ------------- ' -------- DM22 22" 11" 21" 6" 15" 14"z14" 65 DM24 24' 12" 27' 6' 18' 14"x14' 99 aooP iiz OM30 W. 15" 35" 6" 24" 16"x16" 124 oPawNG DM36 36" 18" 42" 6" 30" 18"x18" 136 --------— J' *Nominal cut out or sub flashing hole size "Square inches measured in accordance with AMCA Standard500 and HVI-922. Calculations include bird screen. BOTTOM VIEW STANDARD MATERIALS ASTM A6531A653M-G90 hot dipped galvanized steel,28GA and 26GA. ASTM B370-Sheet copper, 16oz and 20oz. .025 x.025 hot dipped galvanized 23GA wire bird screen. .017"x.25"SWD x.50"LWD Flat-Expanded bird screen,copper or galvanized steel. INSTALLATION Before install,ensure that the substrate is uniform and even. Do not install venting products on uneven substrate. Installation shall be made in accordance with recognized sheet metal practices.SMACNA Architectural Sheet Metal Manual 6th Edition specifications shall be used as a guide and basis for detail whenever applicable. C&J Metal Products'venting products can be nailed or riveted using conventional hand or power tools.Flashings shall be property fastened to the substrate.by means of wood or metal screws.When fastening dissimilar metals the use of stainless steel is recommended. Use ofneoprene washers or similar gasketing material is acceptable- NOTE: Recommended use of this product is for exhaust of warm dry or slightly moist air only.This product is not Intended for venting or exhaust grease or liquid. 03-05 6323 C p / ETA / FRODUCTC+ - 00-50-86602562-63 PARAMOUNT, -890723 OC J METAL !-IT IJ LJ/� / a7 800-500-8660 •562-634-310t •562-834-8823FAX Architectural Sheet Metal Fabricators Since 1946 INTERNET:wwwCJMetals.com YHagin Attic Vents for Composition Shingle,Slate&Shake Roof App1... http://www,ohagin.coni(products_comp.asp Team Products:Composition I lYHegin Protlucts: f 911agin Attic Vents for Composition Shingle,Slate&Shake Roof Applications Vents for Tile FYWgin's StandardLine V is Co t I. shinale.51 to&Sh ke The O'Hagin patented tapered,low-prone adds,vents offer the best ventilation solution for composition shingle,slate and shake roorappins,tions. This vent is designed as a one-piece system requiring no separate subnashirg and provides superior airflow while blending seamlessly with the surrounding roofing material-particularly when util'ih ng our alternate sbinglemver installation finish method(shown below).Tare vent is 32Inches O'Hagin Resources: wkfe,n muches long and 2 inches high In the front,tapering to Whom with the roof detldrig at the tap.Thls model is well constructed."external louvers on eacb Son,as well as internal water divertars and splash guards. E V t�IevigYbn Thin,antic vent provides maximum airflow--72 square inner of Nat Free Ventilation Area(NFVA)'--without detradlfg h'om Me aegheU the roof design.O'Hagin's Standard Una of attic vefds Is available for contractor painting in 26 gauge GM mill flniSh galvanired steel,0.032 aluminum, E hga[bn SnaWtBona 16 cS.copper,as well as a variety of pre-painted Mushe5". '.. r ao nrawfno= $ Standard Pre-pateted colors A b. .y. si '4s' ■ Black Charcoal Gray Standard Finish Optional Shingle-Over Finish Brown White i O'Wgin's Weathishaastarm and Weath®ratnster HD"Linea-Rain and Snow Resistant The best ventilation Solution for composition Shingle,Slate or shake roof applications in areas where rain or snow may be a concern.to addition toall Me design and construction features of the OMagin Standard Line,this patent-pendbfg attic vent features an interior stainless-steel diffuser Nat breaks down wind-dtiven rain and snow before It can enter the attic space. See attached remhpfS for additional Information,Including available colors. f I OF is O'Wgin's Fke 31ce®Line-Hama and Ember Resistant An available option for all O'Hagin attic ventilation products,this attic vent not only resource all the same design,construction elements and color choices as the OMagin Standard Line,but also features an interior staialesestsel matrix that resists the Intruson of flames and turning embers.This patent-fiending attic vent is accepted!for use by state of California's Office of vie Slate Fire Marshal and is Wildiand Urban Interface compfiant. Seri atedled biArSgLt- 6diid5D2CMformation. II'Il I� 'rae�wowm iwamt er ynevbarnl rznre a.aa^caeno or awiv.a aew.r wnvw m,,,m:"reme"n.re+ev mars,w.mwma rho sme.ae vro-osneea 9msaimea.enu ewru :"nlemurem er,nmv eoaway mere namnm vna wn ante memm Pre venter aw,w�draer ney.ercv fol:coon eM..,,ma afro -. L� o'Wgin ven[sve mMWMUM,6,3,txltluM>oMm rMrMeemp P101,f D45a.533.W5JJ3 0959.191.DC5e 393.OW9,P89,D1)9 a95 DSW,iR1D512.»9, it9 i`Ia.b.Q50,039,6.139b2E,fi)$9P53,6.390919.fi96J 3906 93,579,710 $79 IXMf V.S. L(oMg VMenb ue0r/ifh9 c90YMM$o12 aeyR My.NIMMs suet.Sae EegnM Ly phundsm,W he�p$'�'Dh. f her lnhanet been. 5/11/2014 12:00 Pb i of 1 Exp.adingns gpularbneoftaprud low profile aaic vrnn dengnul , for composition Shingk shot and shake roofapplicu oon,dHagin Mfg .w al now introducesu Wue deti MAEgt.Amer Venda This Ent an' mains allthe unique design fcarura of rts mndard line,buys specially - - - ' � � -' daign�t.min the mvusion ofw rid drrcm ruin andsn.w �' ��fA...�� . , Parcor-pending internal smniess steel,mrroaon reasunv uen., x# maaix blorka nk.and sooty mauswn loco interior art¢space I Advanced m m mteal nannoedon induda water divo. I i3i and spluhgoards t ` • Also available in O'Hagins WM1NvRWsrrER HD-for high wind s _ _ areas(7O 110 mph) ., j � • Offers superior airflow,o1772 square had.net free wndlad.n (NFVA) JEasy nvoli,for exiting O'Hagin or other applica n m _ - - Miami-Dade Counry Product Cnnrrol Approved • Bar vmtllarion roluiron fora hip of �^ •VAUDATETHEWARRANTY Most manufacturers of When installed using alternate shingleaver installation finish roofing products require adequare satic ventilation to"fidan, method(shown blow and ar rigla),Were two greater protect.. _ a dwar warrant.. against cxtrerne weather mndid..'such as hail,alter or mow Visa •FITSWITH SOLAR SYSTEMS L.K file design is our website for campleve insnlladon imunctiom. mngarDla wdh mot parser harmudoas and fit under most nult awunc corms. •EXTENOTHE ROOF'S LIFE Ventilation prt .salt R insNxttan and raker cavities from mohaare.thereby reducing de risk of arold aced dry not O'Hagin q.red Balanced Ventilation System tail'vm O'Hagi h •MAINTAIN CURRAPPEAL V printed on rtetch. WFATHERMATEER"and O'H*ds WEATHERMASnir FDm ode O'HVn aoic vemllatlon systems are designed to bland into vents placed snamgic.1"tbin dre field of roofing material both sunwmdi,roofing material. high(near the ddgdine)Far exhaust,and low(near the ea ea)for intake. •ENHANCESAROVE3HEATHINGYENTRATR]N(MY) This strategic placement not only allows the Usuan m(ally optimist haveays zhllow and ma Increase energy savings in cool both wind and thermal eFFa'u ro provide superior passive vmdlation roof Us. throughour the atrc,but addidonaUy provides an Nual,balanced rate ofventilario,perf once in each vev. •CONS@dicing ENERGY O'Fr�ndtic vents aredcst,Irely SfpNGLEOYRt lYtl5H ME11WO SfNJpM1RD HIJSIi i!EtHDa passive.redrtieg energy cozK related m heamrg aria coal4rg. •REMOVETRAPPED GASES Proper attic venUlad.n facilitates rue removal of het,trapped Sues and I...major louse of Indoor air p aliadon,allarga and related hmid,problems. •REDUCE MOISTURE R(ALDUP Proper sent vemlladm _ reduces molsnee buildup from Indoor water scanner, ' as r0'Hagin's WmxtuurMASTER-Atdc Vents shown placed high.. Imv far both exhaust and intake. PROJECT NOTES: SYSTEM INFORMATION VICINITY MAP-SCALE: NTS MODULE NOTES: TABLE OF CONTENTS 1. 5355W DC,420OW AC SOLAR PHOTOVOLTAIC SYSTEM . 1. RENESOLA JIANGSU:JC255M-24/BXH 2. (21) RENESOLA JIANGSU:JC255M-24/BXH MODULES WITH MAGNETIC TRUE !, DIMENSIONS: 64.6"x 39.1"x 1.6" PAGE (1)POWER-ONE: PVI-4.2-OUTD-S-US-A(240V) INVERTER. ARRAY PITCH ORIENTATION ORIENTATION rjn y 2. PORTRAIT:CLAMP 8.2"-16.4"FROM EDGE # DESCRIPT 3. TWO STORY CONCRETE TILE[FLAT] ROOF AT 19° PITCH. , ` 3. LANDSCAPE: CLAMP 0"-9.8"FROM EDGE 4. CONSTRUCTION FOREMAN TO CONFIRM FINAL CONDUIT AR-01 190 209° 221° na p«a..d RACKING NOTES: PV-01 SITE PLAN&MEC A RUN PLACEMENT WITH CUSTOMER. 1.RACKING NOTESNAPNRACK SERIES 100; FLUSH MOUNT 5. ROOF STRUCTURE: 2X4 PRE-FABRICATED TRUSSES Nt P -0 ELECTRICAL 24"OC.5'TOP CHORD MAX SPAN c7-� ;-uw�� Svnp1 _ STANDOFF. SEE PEN D02. �`_ All 2. 8'-0" MAX RAIL SPAN 6. APN#: 351210012 7: 3. 2'-6" MAX R L END OVEG�� 0 SIGNAGE 7. CONTACT: CAROLINA SALVADOR, (951)566-7636 a 5� 8. DESIGN CRITERIA: �.�. 4. LAG S /1 5" MI B 8.1. SYSTEM WEIGHT:3LBS/SQFT. 5.®R�4 D FdTION L IONS I P ]f� RNAI HE FIELD INSTALLER TO VERIFY RAFTER SIZE,SPACING,AND M TO OF F GF UNSUPPORTED SPANS AND NOTIFY E.O.R OF ANY V A� ap DISCREPANCIES BEFORE PROCEEDING. 0vn � AVES SI L 64 D1 -AR-01 -SCALE: 1/8" = 1' 0" eaP 01 ��e e (E)DRIVEWAY ® � `�ecorS�lUo`fie�e�sm SbekeQ�e� z a a 5 6 TG,QT FIRE SETBACKS IT TYP) ' e�y5'p��o rci"OAS <s ap\a� —3'— (E)SERVICE ENTRANCE ; ;,, lF \a %^m & MAIN PANEL PO (N)SUN RUN METER (EXTERIOR WALL 4,-8„ TE T--II T FQh (N)AC DISCONNECT 7 s m n 1z 1a (INTERIOR WALL) v� (N) INVERTER WITH INTEGRATED 10DC DISCONNECT '-9" 1 (INTERIOR WALL) I I —I I I e 10p,e e� B3 a a dd—pis "n o'enor dtl. DO NOT ISNTALL INVERTERy ey eWMCI Loa u d p � 30 WHERE IT COULD BE EXPOSED OQ10t10;l!wa 31�3%4 DORMER VENT TO B TO DIRECT SUNLIGHT TO �9 Q3M 1N Y of Me 'ACED WITH AVOID UNWANTED 31da Building & Safe yLPS4VENT(TYP X3) POWER REDUCTION DUE x O AN INCREASE IN THE (E)FENCE adawd' N'd 15 2014 INTERNAL TEMPERATURE OF ,tln0 11 THE INVERTER q` SOLAR MODULEo1,IM^ '�Q� n�jY G SNAPNRACK RACKING � �I �N3W FIRE SETBACKS AND STANDOFF (3'TYP) eROFE SS/ O ESA.AO IVq! ELECTRICAL °c (N)ARRAY AR-01 T ARTIAL ROOF SECTION ��? �ee1 Aye F2 (369 SQ FT) SCALE: NTS z GILBERT CORREIA 00 W o.S1672 m �j Z (E)PROPERTY LINE exp.06/15 a Zn (E)RESIDENCE sT STRUCTUPP �P U REC'EOLARoINC o A� ¢ ALL 201 CORK EC 20 1LNEC0,2013 CMC,2013 CPC,013D �r OF CA750184 .� \\\ \ / FIRE CODE,2012 USEC, [THE COUNTY OR CITY]STATE OF CALIFORNIA MUNICIPAL CODE,AND ALL MANUFACTURES LIS AND INSTALLATION INSTRUCTIONS. EECREC R,INC. 7000 CHERRY AVENUE.SUITE DESIGNER: CA CL#750184 B.FONTANA.CA 5133fi FRAME REC PROJECT NUMBER: SALVADOR RESIDENCE SITE PLAN& REV: C SOLD YY1�,�/ HHONE FFW(96321S17T0 SALVADOR (1 13R-1 32SALV) 29132 TURTLE ROCK CT.,QUAIL VALLEY,CA 92587 MECHANICAL PV-01 5/11/2014 1 DRAFTER: DI I LINE DIAGRAM: NOTE: 120/240 VAC IF EXISTING MAIN SERVICE PANEL HAS THE MAIN BREAKER SINGLE PHASE SERVICE LOCATED IN THE MIDDLE OF THE BUSS BAR,THEN THE CITY OF MENIFEE MAXIMUM COMBINED OVERCURRENT DEVICES ALLOWED IS OMETER#: 100 PERCENT OF THE BUSS BAR RATING, NOT 120 PERCENT. BUILDING AND SAFETY DEPARTMENT M SCE 222011-739450 t UTILITYFLAN APPROVAL GRID Cb EXISTING EQUIPMENT PLACED IN GARAGE 200AMAIN REVIEWED BY DATE q AK EXISTING 200A pV N(3 Aff6�ese plans shall not be construed to be a permit for,or an (NON CENTER-FED) LOCKABLE POWER-ONE: approva o f rovisionsof the federal,state orcity MAINPANEL SUN RUN BLADE TYPE PVI-4.2-OUTD-S-US-A(240V) %gg�8 insetoYapp�ra2v5e� a�n /I� tbekeptonthe FACILITY r nl LOADS METER AC DISCONNECT JUNCTION BOX 4200 WATT INVERTER 3 3 3 2a OR EQUIVALENT 1a Obsde unt I E4Jn�fFfitlMG OF(7)MODULES MODULES FAauTr 2b 11 / RENESOLA JIANGSU:JC255M-24/BXH 25A PV GROUND 250V METER SOC T SQUARE D DUAL MPPT TRACKERS */lj�� (7)MODULES BREAKER AT 125A CONTINUOUS DU221RB STRING COMBINER&LOAD (1)STRING OF(7)MODULES OPPOSITE END 240V METER 3R,30A RATED DC DISCONNECT OF BUSBAR 200A, FORM 2S 120/2 VAC CI NOTES TO INSTALLER: 1. 263 VDC EXPECTED OPEN CIRCUIT STRING VOLTAGE. CONDUIT SCHEDULE 2. ADD 25 AMP PV BREAKER TO MAIN PANEL. # CONDUIT CONDUCTOR NEUTRAL GROUND 3. ATTACH INVERTER TO THE TOP LUGS OF THE SUN RUN METER BASE. 4. REMEMBER TO LEAVE UTILITY-SIDE POWER ON TO THE SUN RUN METER 1A NONE (4) 10 AWG PV WIRE NONE (1)6 AWG BARE COPPER WHEN YOU LEAVE THE SITE.THE RED"POWER ON" LIGHT ON THE COMMUNICATION COLLAR WILL REMAIN ON CONSTANTLY. 1B NONE (2) 10 AWG PV WIRE NONE (1)10 AWG BARE COPPER 5. GROUNDING ELECTRODE CONDUCTOR(GEC)SHALL BE A CONTINUOUS 2A 3/4"EMT OR EQUIV. (4) 10 AWG THHNITHWN-2 NONE (1) 10 AWG THHNITHWN-2 GROUND THAT IS IRREVERSIBLY CRIMPED TO THE LIFER GROUND. THE GEC SHALL ALSO LAND ON THE GROUND BUS WITHIN THE MAIN PANEL. 2B 3/4"EMT OR EQUIV. (2) 10 AWG THHN/THWN-2 NONE (1) 10 AWG THHN/THWN-2 IF A UFER GROUND CANNOT BE LOCATED, INSTALLER SHALL PROVIDE A 3 3/4" EMT OR EQUIV. (2)10 AWG THHN/THWN-2 (1) 10 AWG THHN/THWN-2 (1)8 AWG THHN/THWN-2 DEDICATED GROUND ROD FOR THE PV SYSTEM ELECTRICAL NOTES: GROUNDING DETAIL 1. PHOTOVOLTAIC SYSTEM WILL COMPLY WITH 2O13 CEC. 2. ELECTRICAL SYSTEM GROUNDING WILL COMPLY WITH 2O13 CEC. 3. PHOTOVOLTAIC SYSTEM IS UNGROUNDED. NO CONDUCTORS ARE SOLIDLY GROUNDED IN THE INVERTER. MODULE CHARACTERISTICS SYSTEM COMPLIES WITH 690.35. NR1ALL �. A F1;s R.,TOO a """�E, EOF w ELECTRICAL 4. MODULES CONFORM TO AND ARE LISTED RENESOLA JIANGSU:JC255M-24/BXHV40.4 W WEEEP CUIPS OCO'NECT`"WDIAFATPIMINTA FOR"SM UNDER UL 1703. nlA'E[eRANMNN„I A FOR EACH PAL OFUCE y, SEE4L,FORFI OFGFDM," o OPEN CIRCUIT VOLTAGE V GILBERT CORREIA n 5. INVERTER CONFORMS TO AND IS LISTED "`T "° `�° c� O UNDER UL 1741. OPEN CIRCUIT VOLTAGE: (690.7) V EW D RRN+.rt IJI euL6. ARRAY DC CONDUCTORS ARE SIZED FOR N / D MAX POWER VOLTAGE V + Z REC SOLAR INC ODERATED CURRENT. 0 w -I 8.86 AMPS MODULE SHORT CIRCUIT SHORT CIRCUIT CURRENT . A CENSE NO O CURRENT. NOTE:REMWAL OF PAINT IS NDT NEE OF PER UL 1703.11.3 AND 1703.11 A J 750184 .� SHORT CIRCUIT CURRENT(690.8(A)(1)) 11.08 A 13.84 AMPS DERATED SHORT CIRCUIT STATE OF CALIFORNIA CIRCUIT(690.8 (a)&690.8(b)). Rj= REC SOLAR,INC. 78fiecHERRN AVENUEANA.CA,92336 9UNE DESIGNER: FRAME REC PROJECT NUMBER: SALVADOR RESIDENCE REV: C REC R ^^^� / H PHONE 05540.7fi13 ELECTRICAL PV-02 ISONW1 Y",_ F"94IE21-7678 DRAFTER: DI SALVADOR (1 13R-1 32SALV) 29132 TURTLE ROCK CT.,QUAIL VALLEY,CA 92587 5/11/2014 Electrical Calculations Salvador,Carolina(113R-132SALV) w Inverter 1 DC Wire Sizing Calculations: Max Circuit Current=(Module Ise)x(#Combined Strings)x(High Irradiance)I690.8IAI(1)i x(Continuous Load)Ie90.8(e)(1)I= 8.86 A x 1 x 1.25 x 1.25=13.84 A Total Ampacity=(High Temp)ITabie310.16]x(Conductor Ampacity)Rabie 310.161 x(Conduit Fill)Rabie310.16(8)(2)Ial) _ 0.58 x 40 A x 0.8=18.56 A 13.84 A<18.56. Therefore 10 AWG is sufficient AC Wire Sizing Calculations Max AC Output Current=(Max Inverter Output)x(Continuous Load)I210.19(A)(1)I= 20Ax1.25=25A Total Ampacity=(High Temp)ITable 310.16]x(Conductor Ampacity)Irabie 310.161 x(Conduit Fill)I1ame 310.15I8g2)(a)I 0.82x40Ax1=32.8A 25 A<32.8 A. Therefore 10 AWG is sufficient System Characteristics Calculations VMp =(Module VMp)x(#Modules/String)_ 30.4 V x 7=212.8 V V0c ={[((Temp Coef Vac)x(Vpc))/100]x[Low Temp-STC Temp]+V0c)x(#Modules/String)= {[(-0.3%/°C x 37.5 V)/100]x[-1°C-25°C]+37.5 V)x 7=282.98 V IMp = (Module IMp)_ 8.39 A Over Current Protection Device Calculations (Inverter 1 PMAx/240)x(Continuous Load)= (4600 W/240 V)x 1.25=23.96 A-->25 A Overcurrent Protection Assumptions: High Temperature=38°C Added temperature for attic run=7"C Low Temperature=-1°C Added temperature for roof run=22°C 90°C Rated Wire 113R-132SALV Affi` PV-02.1 SIGNAGE FLATBHEELUSEDON RNING: ELECTRIC SHOCK HAZARD NOTICE CAUTION : E N DUCTORSOFPHOTOVOLTAIpV SYSTEM COMBINER PANEL E UNcxouNDEO AND MAYBE ENERGIZED. DO NOT ADD LOADS TO THIS PANEL PV SYSTEM AC DISCONNECT UNGROUNDED SYSTEMS ONLY RATED AC OUTPUT CURRENT 21.875 AMPS POWER TO THIS BUILDING I S g�DC DISCONNECT(IF APPLICABLE)PLACEMENT:INVERTER,JUNCTION PDXES ROOF WEATHER RESISTANT PLASTIC PLACARD (ROOF) PLACEMENT:PV ANT CENTER(IF APPLICABLE) AC NORMAL OPERATING VOLTAGE-240 VOLTS 15 ALSO SUPPLIED FROM THE WARNING-EIacIHc S„a..k Haxartl FOLLOWING SOURCES WITH Na uaar,aM able Pa slnalEe BE codad auth. a aervlcanor as IsR ce ALL REQUIRED WARNING STICARDSSHALL4ENTLY OF LABEL WEATHER RESISTANT PLASTIC AND PERMANENTLY DISCONNECTS AS SHOWN PLACEMENT:INVERTER,JUNCTION BOXES(ROOF), AT ACHED WITH RIVETS OR NON-REVERSING SCREWS WARNING 10 AC DISCONNECT (NO ADHESIVES) DUAL POWER SOURCES COMBINER BOX(IF APPLICABLE) SECOND SOURCE IS PHOTO-VOLTAIC SYSTEM SIGNAGE REQUIREMENTS: RATED AC OUTPUT CURRENT-21.875 AMPS WARNING REDBACKGROUND AC NORMAL OPERATING VOLTAGE-240 VOLTS WHITE LETTERING ELECTRIC SHOCK HAZARD MINIMUM 318'LETTER HEIGHT ALL CAPITAL LETTERS IF GROUND FAULT IS INDICATED ARIAL OR SIMILAR FONT,NON-BOLD NORMALLY GROUNDED CONDUCTORS REFLECTIVE WEATHER RESISTANT MATERIAL PV SYSTEM DC DISCONNECT MAY BE UNGROUNDED AND ENERGIZED SUITABLE FOR THE ENVIRONMENT(DURABLE RATED MAX POWER POINT CURRENT-28 ADC ADHESIVE MATERIALS MUST MEET THIS RATED MAX POWER-POINT VOLTAGE-36 VDC LABEL REQUIREMENT) MAXIMUM SYSTEM VOLTAGE-294 VDC PLACEMENT:INVERTER SHORT CIRCUIT CURRENT-22 ADC 11 PHOTOVOLTAIC POWER PHOTOVOLTAIC POWER SOURCE SOURCE BREAKERS ARE BACKFEEDING LABEL 240 VOLTS PLACEMENT:AC CONDUIT,AC JUNCTION BOXES 21.875 AMPS WARNING:PHOTO-VOLTAIC POWER SOURCE WEATHER RESISTANT PLASTIC PLACARD 12 LABEL PLACEMENT:MAIN PANEL(COVER) I-ABELPLACEMENT 7UBR PLACEMENT:DC CONDUIT CAUTION: SOLAR CIRCUIT AC BREAKER ANDONT A F DISCONNECT (INSIDE OR FRONT OF PANEL) LABEL FD MARKING REQUIREMENTS: CAUTION: SOLAR WARNING PLACEMENT:DC CONDUIT MARKINGS PLACED ON ALL INTERIOR AND EXTERIOR ELECTRIC SYSTEM 13 DC CONDUIT,RACEWAYS,ENCLOSURES,AND CABLE ASSEMBLIES AT LEAST EVERY 10 FEET;AT TURNS AND ELECTRIC SHOCK HAZARD ABOVE/BELOW PENETRATIONS AND ALL CONNECTED FD MARKING REQUIREMENTS: DO NOT TOUCH TERMINALS MARKINGS PLACED O ONN ALL INTERIOR AND EXTERIOR COMBINER/JUNCTION BOXES. LABEL TERMINALS ON BOTH LINE AND DC CONDUIT,RACEWAYS,ENCLOSURES,AND CABLE PLACEMENT:MAIN PANEL(COVER) LOAD SIDES MAY BE ENERGIZED ASSEMBLIES AT LEAST EVERY IO FEET;AT TURNS AND rq IN THE OPEN POSITION ABOVEIBELOW PENETRATIONS AND ALL LABEL COMBINERA UNCTION BOXES. PLACEMENT:AC DISCONNECTS,PV BREAKER, PV LOAD CENTER(IF APPLICABLE) noroo��oaa�� WARNING LABEL ELECTRIC SHOCK HAZARD � ;y OF NIENIFEE PLACEMENT:ALL AC AND DC DISCONNECTS DO NOT TOUCH TERMINALS SAFETY iw WARNI IG TERMINALS MON AY BEENER AND INGANpINVERTE OT REL CATS THCTION 7❑ LOAD TES MAY BE SITION ZED BUItp F'�DONOTRELOCATE ICE INTHE OPENPOSITIONOVERCURRENT DE VICE PV SYSTEM DISCONNECT DC VOLTAGEIS ALWAYS PRESENT PLAN AppROVLABEL SIDE OFCEMEL,: FXTAC TO KER FOR UTILITY OPERATION WHEN SOLAR MODULES (INSIDE OF PANEL,NEXT TO BREAKER) ARE EXPOSED TO SUNLIGHT WEATHER RESISTANT PLASTIC PLACARD LABELD�/ PLACEMENT:AC DISCONNECT PLACEMENT:DC DISCONNECT REVIEWED !Jl SYSTEM CHARACTERISTICS-INVERTER 1 be a SYSTEM SIZE 5355 W A,pproval of these plans shall not boe construed131 oothefederal,state or Dty SYSTEM OPEN CIRCUIT VOLTAGE 262.5 V approval Of,any violation of any p roved plans must be kept on the regulations and ordinances.This set of app ELECTRICAL SYSTEM OPERATING VOLTAGE 212.8 V ohgte until completion. o I T- GILBERTCORREIA n MAX ALLOWABLE DC VOLTAGE 600 V v Oz SYSTEM OPERATING CURRENT 25,17 A uwi i�� n SYSTEM SHORT CIRCUIT CURRENT 33.23 A LU w REC SOLAR INC (J LICENSE NO O J 750184 .Tl LABEL PLACEMENT:AC BREAKER (INSIDE OR FRONT OF PANEL) ❑s STATE OF CALIFORNIA REC REC SOLAR,INC. 7889 CHERRY AVENUE.SUITE DESIGNER: CA CL 0710114 B.FONTANA.U192336 FRAME REC PROJECT NUMBER: SALVADOR RESIDENCE R C SOL.4 PHONE 80 21&7F)B 13 SALVADOR 113R-132SALV 29132 TURTLE ROCK CT., QUAIL ALLEY,CA 92587 SIGNAGE PV-03 5/11/2014 DRAFTER: DI f ) Y � ;. �i IMPORTANT SAFETY INSTRUCTIONS .B <nnrwmp,pw.gn.Fnm.nFwnWMaww..rmp.w..wmnro Bfinww�m'a""mnn SAVE THESE INSTRUCTIONS-KEEP IN SAFE PLACEI �; m^""°"°p'"m^mm"eY° "°•`w'°�°°^^'^'•^X" k"•"^°^ TWOLINE PROGRAMMING Quick/ • , .+•um:wmw. l� rw YNF ,:p:nw1m. emwx,.w. rab Xwre:n .Y.0 xvwxxwW uQu �x �u LED INDICATOR$ LCD DISPLAY CONTROLS AS6 ® O CON.I.n ® AC NOW Ores Em onmen.leata n ®® © vmeua wlyln © naPaw G _ ® M Mnumwr O P-N-m a' r`O •.. _ _ .ne aw.n mww _ I I _�1 l Ill NNe,ty,, /O DC ryN reErps PQWebb panmedrs I , w Rx ESatii; u.welnq.me. mw aw.xPuwnEBPNXp.I Xmw mnlam WWrm.n6m apw. m Xm W.x x x mx0. a mn �' IIL1191-C.UL721 M.IBi1Ll mWQ Gercml Xamlg�llryemnlmkry •vae 77 nMN5an Xle. 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Numberoflndependent MPPTChannels 2 2 2 2 39.1Inchn 1.6 inches 3731nchee Maximum Usable Powerfor Fach[hannel W 2000 3W0 3000 3000 Absolute Maximum Voltage Phi - y- 600 -_- "' iO tlxwlYlma w,:ua.® nuamu Start-UpVoltage Vstarl - P Vo_ TV _ ) V 20D (ad1.40.350) W Full Power MPPT Voltage Ranga V I60.530 120.530 196530 190.530 Operating MPPT Voltage Range V - D.7xVstart-580(>-90V) _- - R e Maximum Current lliemayfor both MPPT In Parallel p 20 32 32 32 _.- -_. -_. - - 6 5 Maximum Usable Current per Channel A - 10 16 16 16 a e Maximum Short Circuit Current Limit perChannel A 125 20.0 20.0 20.0 q w3 Numberof W9re Landing Terminals Per Channel - - -- 2pain Array Wiring Termination _-- Terminal block,Pressure Clamp,AWG10-AWG4 5 x Eoow/me Output Side IACI p ma,.__gip ___- Split. Split. Split- w GridCannedlonrype 10RW 10/2W 10/2W 10/2W 10/2W 10RW 10/2W 10/2W ea o 0AW 0/3W 073W 0/3W o s rA rs m as a m a-- AdjustableVoltage Range lVmin-Vmaxl V 183-226 211260�294-304 183�228 211 264 244309�. 183.218 111-260 2M-309 181228 111469 144-304 Vau9aM Gritl Frequency Fk .� - - W - -- Adjustable Grid Frequency Range Hz 57-605 •a 'm twnwu- amauwerae . .• . Maximum Current llaanaxl A. 195 145 72.0 77d 16.0 I6.0 16A 16.0 16.0 ID.0 30.0 20.0 - • � • - Power Factor - -- - >0.995 Total Harmonic Distortion At gated Power 9b <l - laemen[e :aow/ma creation' sww/ma eoow/ma laoow/ma Grid Wiring Termination Type Terminal block Pressure Clamp AWG10-AWG4 Efficiency 15.8x 1e.2% 11.2% lo.tx 26Ax Protection Devices - - - - - Drawing only ter aefererxe Input Reverse Polarity Protection _ - - - _- - - Yes - -- r ' f' r Over-Voltage Protection Type - VdriAAE2 for each channel PVArray Ground Fault Detection Pre smrt-pp Risoanddynamic GFDI(Requires Floating7Yrays) Maximum Pewerlpmaq aaw asses xoow Output - PorerTdennn 0..sw 0-1SW 0-15w Antolslanding Protection_ Meeb UL 1741/IEE1547 eequkemenu Module War I9.4% 15.7ae 16.0% External ACO[PD Rating A. 20 20 15 25 20 20 20 20 __ 20 25 15 25 Ma.wum power turrem pmpl a.31p 839p 9.53A over-Voltage Protection Type Valli 2(La-L7/L G) - maximum eowervoLLa¢e(vmPl 3D.iv 30wv 30sv Efficiency shon[Irwlt Nrtem Ose) SA BA e86A 6.95A Maximum Efficiency % 96.9 97 97 97 open Clrwtt Vox,.(Vsct 37AV 37.SV 37,eV CECinegncy 96 Operating Values standard Ten Conaumm mala m+,STC(Air Mass AML5,lnce 1000 can Tomcenture25°y er performance % _. ... - __- _-- a Night rime Consumption Wed <Ob -- - - - StandByConsumption Was <6 - Electrical Characteristics Communication - ---- NOCr f, r, ca USer-Interface Maximum Power Brown 285W le9W 193W _. _ I 16 AURORA UNIVnes L[D display Remote Monitoring(lxR5eB5 Ind.) - AURORA UNIVEASAL(optJ Maximum Power Wrrem Ompl GAp Bras 6a4a Wired Local Monitoring(IxR5485 Intl.) _ PW-US8-RS485_232(opt),PW-0ESKI0P(opG) Maximum Power valrar Wmp) 2e.2V 2e.sv 20AV Wireless Local Monitoring - -- _ _g _ PWDESKTOP(opU with PVI FADIDMODULE(opW sMn Girruheumem Ore) 7.12A 7aoA 7.27A Environmental - - - open Ciamevdta8e(wc) 3s.ov 35.1V 352V Ambient Air Operating Temperature orageemperaureRRange 'F ftl 13to x140 F25 tot176(A60)with deratingabove 112(50) wlueaa xormel Dpeaanneeell iemcemure,Immanmaeoow/ma,nennmpm 2.5.emblemtemceramrc7D°c,.nne.ce.ds Me Ambient Air Storage Temperature Range °Fin -40 to 176(AD to x80) RelMlve Humidity %RH -- -- - - 0.Ina ,"Imsirg. Acoustic Noise Emission Level db1A)@lm _ - <50 Maximum Operating Altitude without Derating k(m) 65wm) _ - Maehankel5puifiotlons ---- ----- - -------------_-__-- - cell type noxls3 mm Pohrreunlne,eo(eslo)pex in end Tempernure eoemctent aV., A.30xpC Endpsumrating ---N q%- - -'- --- -- - - Glatt Hnhinmminbn,bwhon,Tempered Glass Temperature Cafsiciemof Uc o.mx/'[ ------ - - -- ------ Frame Anoe4ee Aluminum Ary Temperature CceXi[iem of Pmax d.am:fc Cooling NaturalCnnvedien DimenslonslHxWxD) In lmml 33.8 x 12Z x-8.7(859 x 325 x 222) -__- lunnionea. IPe9/Ix3BE.gwah byP.a made: xpmmd DPernmsalrtemperamrelxot7l As°c.x°c Weight - Ouri Caarressitm '2AM,39AI-h ahes g lb lkg) e473(213) oapm Cable uAw0,39A irrches ShIPPing Welght Ib lkg) <60(27.0) Weight cis[by Mounting System _ W allbracket Innillalien NAle Laratpn See pnwine Above TradesiaegtisaUea x 1R9adtl- Conduit Connections' (lead I-i/4;3places SMConceLFear) Side:(2)plugged 3/4°opening (2)CommnMa EKOs3/4;1' Back.(4)ConcentricEKOs 3/9;1' DC Switch Rodnglyer Cents A) AN - --- - 2S/600 Connmur 20'GP atl eP 9tl xo epe.ar'ne Temventwe .ao°i-.Las°F Safety - Pallexper Canralner 32 la 2a Mumum Syitem War, 1DOOVDC]EUI/eunVOCmM Isolation Lawl Trartsformerless(Floating Array) yak end EM[Shndard ----- Pied.cerfnnnlner 3. Tao no MaSmum ser essu:e xa'ins zoA lEu)/7oA(us) b ___. __ 1A.1741,8:E1547.IEE159J.1,CSA-Q23 N.t07.1-0i,ULt9�UL16998.FCC Pan iSCWssB Safety ApProwl _-_-- _---_._- - ,CSA, StaMerdWamnry ___ - Yew - - 10 Extended Warranty years. 15&20wPao.eoPauouc- _.___ -_ llable AVada-rd Alodeb couS PVCYCLE Standard Without DCSwtich endYRring Box PW 3.0-0UfPUs PVH.60UfD-US PVH&OIIIO�US PVH1-0U70-US LIST[p `..f r�c O Imm�x r- SNndard-With DCSwitch and Wbin Box PW-3AOUI0-SL5 M-3"VrD-SUS PW3.&OUr0.S4)5 PWd2-OUIPS-US WidlDCSwitch,VRriwgboxaad Arc Fmett Debates PVI-3AHOUfD&US-A PVl3."UTD-S-US-A PW-3"UID-SiISA PW42-0UID-5415A antl iI)CSw er 'Mldatabmb)en ro[l�rgewithoutnoti[t •InteTJrdted Arc Fault Detection and lntenupdon(-A Vers4ar) C®i aGpebiery embktlatromirrel ACvohageaMwilhaufi[km DCpoweraveWbk tvAa wArxneric"wnholvare,1KAVuhardWidrgew ReneSola.com Without Bypass 100 Amp Self-Contained Simple - _ • Quick assembly and clean aesthetic finish • Single meter position • One wrench fits every bolt in the system • Designed to receive watthour meters that meet ANSI C12.10 • Surface or semi-flush mounting • Low profile installation on any roof �P- q • Overhead or underground feed j Adaptable • Type 3R construction • Compatible with virtually all 60 and 72 cell modules • Snap type sealing ring included • 5th Jaw provision at nine o'clock-011 series only • Unique"snap-in"channel nuts can be installed anywhere • Ring style on the rail • ,I(04P • Rail channels provide improved wire management r • UL 414 listed,complies with ANSI Cl2.7 Strong ANSI 61 gray acrylic electrocoat finish • Excellent seismic,wind,and snow-loading protection • vertical and horizontal adjustments ensure superior fit ill--- 5thJaw kit—catalog#50365 • Screw type sealing ring—catalog#25016D (included with MS73 • Rain-tight metal flashing ensures waterproofing catalog numbers) • Steel and clear lexan covers for socket opening Innovative Universal End Clamps • AW hubs • One size fits any standard L frame module • Clean look-nothing extends beyond module frames e - - _ - - CONDUCTOR LUG RANGE DIMENSIOW(INCHES) • Less waste-rail lengths match most modules l 011 t 15 I125 60D 103w 4 AW 14 AWG 210 AWG 14 AWG-210 AWG Fg,11 12 a 4IA O11M513 } 150 125 fi00 103W 4 AW I 14AWG410AWG 1 14 AWG-2rOAWG F.1 1 12 1a 4ib 927 1 i 1 150 125 1 600 1 30 4W 7 AW I 14AWG-IMAWG 14 AWG-210 AWG N.3 1 11 1 a 1 4% SnapNrack Series 100 Technical Data CONDHcrDR LUG RANGE DIMENSIONS(INCHES) Materials • 6000 Series aluminum r • Stainless steel DWI 1E t 150 125 600 103W 4 NONE 14 AWNS-2/01AWG 14 AWG-2/OAWG Fig.2.6 1 12 1fi 4Is • Galvanized steel 011SF t 150 125 6DO 1 103W 4 NONE 1 14 AWG-210AWG 14AWG-210AWG 11.2.7 1 12 18 4% Material Finish Clear and black anodized aluminum 927F 125 100 600 30 4w 7 NONE 14 AWG-110 AWG 14 AWG-210 AWG Ft.4 17 a 454 Installation •Quick and efficient mounting -Adjustable hardware to ensure clean and level finish CONDUCTOR LOG RANGE DIMENSIONS(INCHES) •Worry-free waterproof flashing Calcs.&Certifications • Wind speeds up to 150 MPH and snow loads to 120 PSF U011 t 1 150 125 60D 1 10 3W 1 4 1 NONE 1 14 AWG f210 AWG I 14AWG 21OAWG I FIg.S 12 2 4`A Grounding • Washer, Electrical Equipment Bond(WEEB) or lay-In lugs Warranty • 10 Year material and worksmanship(download full details at snapnrack.com) ta Meter sockeaStW on this page have certain Short oftcult Current rRbW When Used in COnfarylam W111 Me tables 017 page B. SnapNrack- . I , f ig Systems (877) 732-2860 www.SnapNrack.com n, Printed on recycled paper using soy based inks. / ®2012 by Snapl,rack PV Mounting System.All rights reserved. 2 COOPER B-Line Data subject to change without notice.Consult local utility for area acceptance.All dimensions in inches. • - Without Bypass j 100 Amp Self-Contained - —D W �b W� O PZ ® AZ O i AZ AZ AZ ;O --• , F � E I _______o__ ______________ , - AZ AZ AZ AZ i0 0• O 0• o Fig. "I AB Fig. 2 PB "----------- • A A2 m C�F M—4 0 Fig. 3 AB • m A o e o o -�I o n D�W� al —D-7 W�---------------- •� � $� $1 m S I O CO O 0 ' I AZFig. 6 AB pz _ 2a_. �) � = O Fig. S m L w e e 2 V. � AZ g II AB � �n,., � � ."O � N � Ira o `� 'O 7 `r N ul= Z fP x v (Z) Cil C % m g v a 3 w w r o All=Ue" o AZ=2•-1lh"-IW-I" V HA =AW HUB Fig. 7 ® - Data subject to change without notice.Consult local utilitytbi area acceptance.All dimensions in inches. COOPER B-Line s REVISION: FLASH POST WITH STANDARD NOTES GALVANIZED STEEL OR — 5/16' LAG BOLTS MUST EMBED DEAD SOFT ALUMINUM ROOF FLASHING FOR 2,5' INT❑ ROOF STRUCTURAL 1' DIAMETER VENT PIPE MEMBERS/RAFTERS (NOT SHOWN) — TORQUE ALL a' HARDWARE TO THE FOLLOWINGI SNAPNRACK — SILVER S.S. 10-16 FT—LBS STANDARD RAIL — BLACK S.S. 7-9 FT—LBS — RAILS CAN MOUNT TO EITHER SIDE OF POST (UPSLOPE VS. DOWNSLOPE) SNAPNRACK — RAILS CAN BE LEVELED UP TO 3' CHANNEL NUT SNAPNRACK RUBBER USING UP TO TWO LEVELING SPACERS RAIN COLLAR INSTALLS AS SHOWN IN 'SERIES 100 RAIL LEVELING' OVER TOP OF FLASHING SNAPNRACK STANDOFF CLAMP ® 0 SNAPNRACK STANDOFF SHAFT STD (VARIOUS SIZES) X 2 S.S. BOLT AND a X 1 S.S. BOLT AND a S.S. SPLIT WASHER S.S. SPLIT WASHER INSTALLED FROM BACK SIDE OF STANDOFF BASE PRIOR TO INSTALLATION ON ROOF ' S.S. LAG SCREW WITH FLAT WASHER, SNAPNRACK STANDOFF BASE STD I—HOLE 2.5' MINIMUM EMBEDMENT IS STANDARD SEAL PENETRATION AND UNDER BASE WITH APPROPRIATE ROOF SEALANT 0 ROOF RAFTER ❑R 1�5�PNV ZN Q PC�1 STRUCTURAL MEMBER ROOF DECKING TYP. �N�F�PSN� Oq?,O sSJO w E,_,NO. S1672 m exp.06/15 A `nT STRUCTURP'�.��P SNAPNRACK STANDOFF MOUNTING POINT VTR OF CAS-1F0 FOR USE ON ALL ROOF SURFACES THIS PROINFORMATION Y. A YREProENT7TION, DESIGNER G. MCPHEETERS SCALE DNS PART # PEN DETAIL 02 STANDOFF REV PROPRIETARY. ANY CONFIDENTIAL , DISCLOSURE,OR USE THEREOF IS EXPRESSLY PR. FTEDwITHOUTTMEwRFIIENPERMISSION DRAFTER I G. MCPHEETERS DATE 1 120111 PEN-D02 E OF MAINSTREAM ENERGY CORPORATION.